HomeMy WebLinkAbout629-B1 _,_ 173+10.76 HIGHVAY 74=
LA
GRADING NOTES: CITY OF LAKE ESOME + /
_f
84.78
HIGHWAY 74 TRACT BOUNDARY
1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE .11 01E ORDINANCE N0. DI AND . - - EDGE OF PAVEME
AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE U.B.C..APPENDIX,CHAPTER � __
33. ® .' u O PLAN COUNTY OF RIVERSIDE
cEE�!! FF��� �c�v CAITRANS
2.A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE,PRIOR TO ANY DRAINAGE
i 187 TR.25479 1
OPERATION.
3.THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT � � � E,'.^�.'9� PROP. R/W 86
No. �T" 9 1
(1-800-422-4133)48 HOURS PRIOR TO GRADING. HIGHWAY 74 CL i / !185 ONS RU OF
CTION
4.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF • i,, 191 9 8ffi-. 'I 1$4 ( _ I
BEGINNING GRADING OPERATIONS. 9 - i 1S3 ( °. CITY OF LAKE NORE
9 9 182 a�f
5.DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER.
6.CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,AND SEE SHEET 2 FOR INDEX MAP ^` 9 9 177 ] 7 8 181 .1 \ a 0
SHALL BE MOWN ON THE PLAN, 9 v A D
HIGHWAY 74
7.FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,SHALL EDGE OF PAVEMENT 9 9 �\ 176 NEL ROAD
BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO FINISHED SURFACE. /' 20 S z
8.FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER LINE TABLE CURVE TABLE TRACT BOUNDARY = Ut 0 221
A.S.T.M.D-1557-70 TEST METHOD. - _
LINE L.-NGTH BEARING CURVE LENGTH RADIUS TANGENTDELTA Q 1 1 1 7 170 16$
9.FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE GRADING LI 25.83 N 6•03'21'E Cl 34.83 34.00 19.12 58'42'0T // 0 17
INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL L2 26.21 .a6T13'31'E �` \ / jet Q Q / 1 1 17 167 0 0.4 r"
C2 48.60 98,86 24.80 28.10'07'
10.ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS L3 13.24 N67.59'26'W C3 12.28 25.00 6.27 28.09'16' 11, �0 VICINITY MAP
APPROVED BY THE SOILS ENGINEER. L4 100.01 N56.50'32'W p _� 0 1 17 166 Y c 2
C4 80.73 105.31 42.46 43'S5'13' � 1 17 ,�� N.T.S. s
17.FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2-PER FOOT FOR L5 71.85 N46.17'37'W C5 168.80 1144.00 84.56 8.27'16' / 165 TRACT BOUNDARY SEC.28&29 T.5S.,R.4W
p7 1 + / 16 COUNTY BOUNDARY
MINIMUM OF S.THEN 1%(MINIMUM)TO FLOWUNE OF EARTH SCALE L6 30.63 N18.40'53'E C6 554.70 623,69 297.21 50.57'30' 0 \ 62 16 \. PAGE 836,F-7,1999 THOMAS BROS.MAP
2733.94 - 21
/ S
12.MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN IV, L7 39.86 NO2.26'16'E C7 ---- 299.28 12.29'40' 161LB 26.59 N23'46'25'E 157
C8 241.32 2370.15 120J7 5.50'02' f r� BR 09210 ----
AND 2%IF CUT OR FILL IS GREATER THAN 10'.DRAINAGE SWALES STALL BE A MINIMUM OF 0.5'DEEP AND L9 29.87 N81.02'11 C9 510.55 2226.60 256.40 13.08'16' 6 \ ¢g 160159
CONSTRUCTED A MINIMUM OF 2'FROM THE TOP Of CUT OR FILL SLOPES. L10 121.93 N66.O8'4'E
c10 a.3a 372.90 2,17 0 40'03' / ,, 145 150 �� LEGAL DESCRIPTION
13.PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. Lll 56.48 N79.19'43'E Cll 1 1357.681 3128.851 689J0 24'51'43- / J, 3 .2 Wj 144 15 + COUNTY OF
14.PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YR.STORM FLOWS ALONG THE 70P OF CUT SLOPES. L12 61.43 I--_'15'E --� \ 143 152 _ f I $' i HIVERSDE BEING A SUBDIVISION OF A PORTION OF PARCELS 2 AND 3 OF PARCEL MAP PS
L13 109.93 N23.58'10'E �RQP,RAW 23 3 2271,... -121 142 \- 1 19924 FILED IN BOOK 122,PAGES 44 THROUGH 48,INCLUSIVE OF PARCEL MAPS,
15.NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. L14 217.10 NOO.25'47'W 12 153 s¢ 55 _ RECORDS OF RIVERSIDE COUNTY,CALIFORNIA,PARCL2 TOGETHER WITH A PORTION OF
i� 3 l 2 123 � 141 15 III PARCELS 1,3 AND A PORTION OF PARCEL 2 OF LOT LINE ADJUSTMENT N0. 02-08
L15 154.40 N49.45'43'E ! /25 �' 124 140 t LOT "M" RECORDED AS INSTRUMENT NO.2003-169226,of OFFICIAL RECORDS OF RIVERSIDE
16.A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A FINAL L16 19.06 N04.00'24'W // 35; 10 139 � E9UIIT COUNTY, CALIFORNIA.
SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF L37 65.00 N41'18'2TE HIGHWAY 74 Cl. 36 2 x 1 0 _ 125 \ 13 _ 136 `
THE SOIL 223 2 0 12
L18 58.14 N46.10'24'E _
17.GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS - _
ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARMENTS PRIOR TO ISSUANCE OF BUILDING L19 6L90 N53'30'33'E
L20 2610.99 N00'33'21'E HIGHWAY 74 ;�Q 23 999 126129 - INDEX OF SHEETS:
PERMITS. EDGE OF PAVEMENT 235 g 5 0 130 3
L21 400.06 N41'Ol'OS'E 5 0 Q 97 131 HT. DESCRIPTION
18.THE SOILS ENGINEERING INVESTIGATION DATED 09/30/03 PREPARED BY ALBUS-KEEFE&ASSOCIATES L22 65.44 N54.08'03'E �+' �' r 'S0»,:,;.. 5 Q 0 \ 969594 13 3 1 TITLE SHEET
AND THE ENGINEERING GEOLOGIC INVESTIGATION DATED 09/30/03 PREPARED BY ALBUS-KEEFE&ASSOCIATES, L23 67.46 N51.54'58'E ! : 2 TITLE SHEET
SHALL BE CONSIDERED A PART OF THIS GRADING PLAN,AND SHALL BE COMPLIED WITH. ! v BOUNDARY MAP
L24 106.22 N51.19'33'E f 241 4 -"�. 120 _� 0 93 92 INDEX MAP
3 DETAIL SHEET
� 48 11 � �� 91 90 gg ��BOUNDARY 4-14 ROUGH GRADING PLAN PLAN SHEET
19.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD L25 51,41 NBB•51'00'E w w, 247 19 1 17 1 1 88 87 15 EROSION CONTROL INDEX&DETAIL SHEET INDEX MAP&DETAIL SHEET
ELEVATION.WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL) L26 66.00 N47.59'18'E TRACT BOUNDARY ¢' -��\ 1 11 _ - -' 86 16-17 EROSION CONTROL PLAN PLAN SHEET -l7 SHALL BE GIVEN.IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. L27 15.34 N0T10'42'E j 4 \' - r
L28 10.55 N14.22'50'E !! 4 1 1 1 2 73 74 75 85 'D
20.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY L29 323.17 NO1.32'40'E / 246- 2 �. 1 76 77 84 N
CONSTRUCTION/GRADING. L30 451.25 N¢6.19'07'w ESTIMATES OF EARTHWORK•, , 57 6a QUANTITIES: z
m g
21.STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE L31 40.55 N26.27'42'E LOT "B" \ E 4 $ 69 t 78 I I 82 CUT FILL i
BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL HEIGHT. L32 316,77 N48'I1'40'E - ---- n • o z
L33 14.97 N29.56'49'E / +f' DRAR%GE \ I Ids 6 63 I I 81 RAW CUT/FILL 1,030,930 C.Y. 1.516,916 C.Y. o C
22.A FINAL COMPACTION REPORT WILL BE REWIRED FOR ALL FILLS GREATER THAN ONE FOOT. i ;EASI..'ENT 6 64 67 I 80` I( BULKING 89. $2,474 C.Y. 0 C.Y. 0 2 K
L34 173.38 N27.48'28'E �:, 6 `3 65 I ( ) �` m
23.IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED,AND L35 275.53 N26.O1'35'E CALI ] 52 - 34 33 BLASTING IN BEDROCK&OVERSIZED ROCK 30,000 C.Y. 0 C.Y. m
BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.PREPARATION SHALL BE APPROVED BY A REGISTERED I I 54 51 66 38 37 36 35
L36 63.87 N51.10'3TE i BULKING(8%) 2,40 C.Y. '�i 0 C.Y.
NS
SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL SLOPES GREATER THAN 5:1 ARE REWIRED TO BE KEYED x f DRAINAGE I Eh� xswt ty $9 55 _ / SHRINKAGE 17%)
- AND BENCHED. L37 239.86 N53'S1'30'E / sQ 40 39 ; y ALLUVIUM REMOVAL 204,830 C.Y. 204,830 C.Y. s
L38 11.66 N48.13'25'E x EAS MENT w - - -- - SHR ( 0 C.Y. 34,821 C.Y.C.Y.
/ tO -
24.THE SOILS ENGINEER SHOULD INSPECT THE RING EXCAVATION
IN THE FOLLOWING STAGES: L39 1422.43 N89'56'43'E ® _f/ / I I OU = ¢ ¢g 41 26 27 48 29 30 31 32 SUBSIDENCE 0.10'OVER 126.4 ACRES 0 C.Y. 20,393 C.Y.
A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFlLL 11 \ ¢] 42 25 ( )
OF ALLUVIAL,COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. I ,�„ ' 1 r 12 43 24 -�
B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING // OVER-EXCAVATION OF PADS&STREETS 259,645 C.Y. 259,640 C.Y.
AND FlWNG OPERATIONS. 1 i _l' `/ I / '',, h, 13 ¢$45¢¢ 2 BULKING OF OVER-EXCAVATION(8%) 20,772 C.Y. 0 C.Y.
C. DURING INSTALLATION R BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL /255 1¢ .� 22 --------OUS REMEDIAL---------------------- 0 C Y
D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. - - //// q`., MISCELLANEOUS C.Y. : 0 C.Y.
25.EROSION CONTROL ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANTS AT 12.ON CENTERS OR TV PROP. RAW j ' ti �',f 15 19 20 2 - 1 --- ---0-C-Y----- ---! -O C.Y.
/ /t� C SHRINKAGE(0�
ANOTHER APPROVED GROUND COVER.SLOPES OVER 15'IN VERTICAL HEIGHT,IN ADDITION TO GROUND COVER, HIGHWAY 74 CL "' - / r, 18 TOTALS 1,631,051 C.Y. 2,036,605 C.Y.
SHALL BE PLANTED NTH APPROVED TREES,SHRUBS,OR COMBINATIONS THEREOF.SHRUBS SHALL BE PLANTED AT "� 16 17 405,554 C.Y.
10'ON CENTERS; TREES,20'ON CENTER;COMBINATIONS,15'ON CENTERS.SLOPES OVER 3'VERTICAL HEIGHT BALANCE(IMPORT):
SHALL HAVE PERMANENT IRRIGATION SYSTEMS NTH BACKFLOW PREVENTION DEVICES PER U.P.C. ��.\ C
HIGHWAY 74 _ __._ �\� '' SOILS
26.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT EDGE OF PA)TAENT _ ,/ I ' i ,�____• .,; REMEDIAL QUANTITIES ARE DETERMINED PER THE RECOMMENDATIONS JOB N UMBER 12 6.OE DATED REPORT
i
ADJOINING PROPERTIES DURING THE GRADING PROJECT. / ------ �,,,�_ I PREPARED N ALBUS KEEFE&ASSOCIATES,INC.AS JOB NUMBER
27, 2003,ENTITLED"SUMMARY OF GEOTECHNICAL DUE-DILIGENCE REVIEW AND SUPPLEMENTAL
27.APPROVED EROSION PREVENTATIVE DEVICES SHALL BE FRONDED AND MAINTAINED DURING THE RAINY SEASON 'LOT " - ^+.� j � ` ':� 11 )� {(( �� �`, GEOPHYSICAL INVESTIGAl10N,STONEBRIDGE/RAMSGATE DEVELOPMENT, TENTATIVE TRACTS 25476,
AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. " _'' ���^` '"�l� , --) i (a v NOTE: CALIFORNIA-
AND
1
28.ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS PRO ----- �- -�� �_----_.,_\\ , ,'N1 I I .j'�!` 54 2547,CITY OF LAKE ELSINO COUNTY OF M TWIG AND B
25477 2 78 & 9 C RE C
/+ r -`--= ROVE LISTED QUANTITIES EFLECT THE ENGINEER'S ESTIMATE ACTUAL VOLUMES
NDING
29.THE LOCATION AND PROTECTIN OF ALL UTILITIES IS THE RESPONSIBILITIES OF THE PERMITTEE. i THE A R
\ Jy.�`,]{� PURPOSES ONLY. THE CONED. TORSI QUANTITIES
COMPUTING HIS OWN QUANTITIES
30.AN APPROVED SET OF GRADING PLANS SHALL BE ON THE,HOB SITE AT ALL TIMES. / CALTRANS ':i( --...� -- " --B011WR7 d c BASED ON FF
o = DRAINAGE \ +0.^-� TRACTION MAY VARY.
S E g
< 31.SANITARY FACTURES SHALL BE MAINTAINED N THE 517E FROM BEGINNING TO COMPLETION OF GRADING f ---EASEMENT----_.-._....__ �, FIELD DATA OBTAINED FROM THE SOILS RESPONSIBLE
AND ACTUAL FIELD CONDITIONS DURING
_- _ \ FOR CONTRACT PURPOSES. SHRINKAGE,SUBSIDENCE,AND ANY REMOVALS ARE
OPERATION. `-' - ``' t96 / \.��T ! �, CONS T�71
32.ALL.SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS r _....- .... __'�'-----.,��_`•_,_-_ � / fr�',� "� fI Y C
'^ OF 3'VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE �,
\ 8
o NTH ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. -- j~ """'--- - `.i'l \. /�
d 33.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF NTH THE SITE AND IS / -- "' __` ' ✓v� \l,/, ALBUS-KEFFE&ASSOCIATES,INC. CENTER HOMES VELOPER: C
SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS -� r- j SOILS ENGINEER: OWNER/DE
OPERATION,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 'I -�-- z
03
34.THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH �-- . , \ \/ ,,,•', 1 R03 GE RCA 928 SIRE SUITE 115 2280 A,C 880 896 SUITE 150
/ CORONA, A 92 z
GRADE APPROVAL W TH ANA ET S
ORANGE, 67 Lrt
'� �� �� `k ��. _ J� (714)744-9760 TELEPHONE (909)279-400 i JJ
a 35.APPROXIMATE DATE OF: BEGINNING OPERATION: 2-12-2004 �( / �` \!\ l J.N.1216.00 FAX ( -2100
W 1
oa COMPLETION: 2-12-2005 '_�---"'- -�_ /Y/� `
ti
0 36.NO ROCK OR OTHER IRREDUCIBLE MATERIAL NTH A MAX DIMENSION GREATER THAN 3•WILL BE PLACED IN
909)273
s
0
ro FILLS WTHIN ROADBED AREAS OR 3'OF FINISH GRADES,UNLESS THE LOCATION,MATERIALS,AND DISPOSAL
a- METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. r x
TOPOGRAPHIC SURVEY SOURCE
37.THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE - . ,, %J
o.. APPROVAL TttACT�BOUNBARY" AERIAL PHOTOGRAPHIC METHODS.FLOWN IN / / 98 BY.
S F 03 18 19
38.GRADING PLANS WLL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING -__ �� 'N
TRACT BOlfli ARROWHEAD MAPPING
P8 DEPARTMENT. \ 431 MACKAY DRIVE
o - j ___.__.,1„ 0 100 200 400 600 800
� SAN BERNARDINO,CA 92401
L39 BOUNDARY MAP \ - SCALE: ,' zoo' (sos)aa7-ssss WDID #833C325192 "
z
ao ,may REVISIONS: - PREPARED BY, PREPARED BY: �v
OF LAM ELEMM
io (III�fJ� ERT USC AND GS BENCH MARK DISK IN CONCRETE L/�/ N
HUNSAKER dt ASSOCIATES
MONUMENT STAMPED D 307 1935,IS 38 FT WEST v JESsrgy a z7 os/- IRVIME, INC RI N
vo o OF CENTERLINE PEED D 30NIA HIGHWAY 74,33 FT �o e,NUonr,es4f PAUL R.H LESION,JR.R.C.E.58020 EXP.6/30/O6 DATE INLAND EMPIRE REGION of
2900 ADAMS STREET SUITE A-15CT �
U SOUTH OF POWER POLE 19319 CWT. �e a" cy III RIVERSIDE CA 92504 MMFN52-720
ig DIAL TWO WORKING " N0.58020 A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH PLANNING/ENgNFERING/SURVEYING/GOVERNMENT RELATIONS TITLE SHEET
BEFORE DAYS BEFORE HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. REIISfp SvPRIw TRCIAIS lmT. REVUCC9T Z41 MO, Mwa �. °�:S/J0704 SHEETS m
gm YOU DIG YOU DIG ELEV.1425.76 NAVD 88,HWY ELEV.1423.31 NGVD 29 BY APPR. DATE THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR n
�,. MARK DESCRIPTIN E r' �� SCALE: AS S�O- PREPARED FOR: CENTER HOMES W.O. FOR: F.B. FILE NO. d
TOLL FREE 1-800-227-2800 r crvlE CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED.
N07F. THE VER7CAL DATUM FOR IHE ROUTE 74 eOr cAE,f°e 228°BONA, W CIRCLE, SUITE 150
DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUS r CORONA, CA 92880-2896 0919-25479 CENTER HOMES z
oi, �" LO2q, U•A PUBUC SERMCEERVIC BY DATUMPRaECT TS THE FEET LOWER THAN THE VERTICAL KA,�S.4 ��� /'-/"¢
DATE: JULY 2
ueDERGRouNo SERVICE ALERT DATUM FOR THE TRACTTMPROVEMLNT PROJECT. CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MAl'IFHEW BUSCH KEN A SEUMALG LMTY ENGINEER RCE sssis (sos)27s-a000
of O